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ARCADIS Ms.Amaru <br /> February 19, 2010 <br /> appropriate, an asphalt patch will be applied to restore the ground surface to prior <br /> conditions. <br /> Proposed Screening Levels <br /> Concentrations of tested analytes in soil will be compared to RWQCB, San Francisco <br /> Bay Region ESLs(RWQCB, 2008)for shallow soils with residential land use. <br /> Concentrations of analytes in groundwater will be compared to ESLs where <br /> groundwater is a current or potential source of drinking water. <br /> Additional Soil Removal <br /> The initial sampling results will be evaluated and compared to the ESLs as stated <br /> above, and the results will be discussed with the RWQCB, Central Valley Region. If <br /> the results are below the ESLs, the existing excavation area will be backfilled with <br /> clean material. If a statistically significant number of sample results exceed the ESLs, <br /> ARCADIS will mobilize to the site to expand the existing excavation and remove <br /> additional impacted soils. <br /> The intent of any expanded excavation will be to focus on removing impacted soil in <br /> the direction(s)of the borings containing concentrations above ESLs; however, <br /> structures, pipelines and/or conduits present near the excavation area may limit the <br /> ability to remove additional soil. If possible, additional soil will be removed using a <br /> backhoe or bobcat to approximately one foot beyond the impacted soil boring. If <br /> stained soil or elevated PID readings are present at one foot beyond the impacted <br /> soil boring, the excavation will be extended one additional foot. Soil excavation at or <br /> below the groundwater table is not planned. Excavated soil will be loaded into roll-off <br /> bins, and a maximum of 60 cubic yards is expected to be removed. <br /> Post-excavation confirmation soil samples will be collected directly from the <br /> excavation sidewalls and bottom using a properly decontaminated hand auger or <br /> trowel or, if conditions warrant, collected from the bucket of earthmoving equipment. <br /> One sidewall confirmation soil sample will be collected from the approximate <br /> midpoint of each of the four excavation sidewalls at depth intervals that correspond <br /> to areas exhibiting field indications of potential impact and/or at depths where <br /> previous samples indicated contaminants were present. One confirmation sample will <br /> also be collected from the bottom of the excavation area for a total of five samples. <br /> Sample locations and the number of samples collected may be adjusted in the field if <br /> Page: <br /> 5/7 <br />